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BWFE2018-0179 Site Plan-compressed
BWFE201 8-0179 aTYO=LAQUINTA BUI LDI NG DI VI SI ON APPROVED FOR CONSTRUCT! ON BY: 14 DATE: 08/20/2018 81LF OF ' GARDEN W/2' RETAINING AND 21LF OF 6' GARDEN WALL AT ,SOUTH PROPERTY LINES.[ANGELUS] PRECISION CONCREtE BLOCK SHALL BE COVERED WITH STUCCO, PAINT, OR TEXTURED COATING WHERE VISIBLE FROM OUTSIDE THE PROPERTY. THE AREA BETWEEN THE BACK OF CURB AND -ANY FENCING'•,SHPLL BE LANDSCAPED, HAVE A SUITABLE PERMAN NT ''IRRIGATION SYSTEM, AND BECONTINUOUSLY MAINTAINED BY THE PROPERTY OWNER. 2016 CALIFORNIA . BUILDING CODES CARP 'ry'IJi fl.�-c_ j�;sue' 3 I �1 ■[� i/ �� ?pit!), _ 4 i` of c.tecjew gf►v1 n) 9 `'`A i BLOCK CO,, INC. Since 1446 ANGELUS BLOCK MASONRY FENCE WALL S' S F—M DESRG'N CRfiERIA: 1. DESIGN CRITERIA PER 2016 CBC 2. ALLOWABLE SOIL SEARING PRESSURE = 1500psf 3. ALLOWABLE SOIL PASSIVE PRESSURE = 15Opcf 4. COEFFICIENT OF FRICTION = 0.25, COHESION = Opsf 5. CANTILEVER ACTIVE = 30pcf 6. MASONRY COMPRESSIVE STRENGTH, ern = 1500psL SPECIAL INSPECTION NOT REQUIRED PER CBC SECTION 1704.2, EXCEPTION 2, 'U' OCCUPANCY. 7. USER TO VERIFY APPLICABILITY OF THE DEFINED DESIGN CRITERIA FOR THE PROJECT SPECfFIc SITE. REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 GRADE BD. PROVIDE SPLICES (LAPS) OF 48 BAR DIAMETERS OR 24 INCHES, M- tCHEVER IS GREATER. CENTER VERTICAL BARS IN CELLS. 2. JOINT REINFORCEMENT ("LADDER" TYPE) SHALL BE COLD —DRAWN STEEL WIRE CONFORMING TO ASTM A951. PR041DE MIWIMUM 6 INCH LAP SPLICES. 3. STRENGTH or CONCRETE FOR FOOTINGS = 2540psi 0 28 DAYS, UNLESS OTHERWISE REQUIRED BY SOILS REPORT. 4. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90. ANGELUS BLOCK PRECISION, SPLIT FACE, BURNISHED, OR SHOTBLAST, WITH OR WITHOUT MORTARLESS HEAD JOINTS (TONGUE —AND —GROOVE), OR ANGELUS BLOCK SLUMPSTONE SHALL BE USED. 5. MORTAR SHALL BE SPEC MIX TYPE 5 PREREENDED MASONRY MORTAR AS MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPORTIONS AND REQUIREMENTS OF ASTM C270, OR SPEC MIX IWR MASONRY MORTAR AS MANUFACTURED BY E—Z MIX INC., CONFORMING TO PROPERTY REQUIREMENTS OF ASTM C270. 6. GROUT SHALL CONFORM TO ASTM C478, WITH AN 8--11 INCH SLUMP, AND SHALL HAvE A MINFMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 2000psi. 7. FIRST COURSE MAY BE WET —SET 1 1/2 INCHES MAX. WHILE CONCRETE IS PLASTIC. 8. CONCRETE BLOCK SHALL BE LAID IN RUNNING BOND PATTERN WITH VERTICAL CONTINUITY OF THE CELLS. 9. VERTICAL CONTROL JOINTS SHALL BE SPACED AT A MAXIMUM OF ao'-a"o.c oR 20'-•0'o.c. 1F WALL 15 TO BE STUCCO COATED OR MORTAR WASHED 10_ GROUT ALL CELLS 499TH REINFORCEMENT. 11_ INSPECTIONS: A. Al- TEA FOOTING IS READY FOR CONCRETE AND ALL FOOTING REINFORCING 1S TIED IN PLACE. B. AFTER VERTICAL REINFORCEMENT IS IN PLACE AND CELLS ARE READY FOR GROUT. 12. FOR TYPICAL FOOTING STEP AND DRAINAGE BLOCK —OUT DETAILS SEE DETAIL SHEET S-5.1_ 13, DO NOT PLACE FOOTING IMTHIN 5'--0" OF A SLOPE 'H' MASONRY FENCE RETAINING 'X' BARS 'Y BARS 18" LONG C.1111 t8. LONG CMU WALL SCHEDULE C' MIN. •B' MEN. 2"-0" #4©32"o-c- #4©48"a.c- 2'-9" 2'-8" ,#4'32"o.c. #4048"o.c. 3'-0" N/A N/A #4032"o.c. A19-048"o.0. 3'—S" N/A 4'-0" #4032"o_c. #4048"o.c. 3"-11- C-2" GHL INC. r_�rti_ Fr,r 228 Fast 9adab $1reew Ca.,ns, C. 91723 '- 62E.938.1595 6I6.936.4485 LOADING 6' High Wall 2' to 4' Retaining Heel -in Footing C @ 110mph (u#t.) Risk Category I 6178s Wide CMU OPTIONAL WALL CAP STD. LADDER TYPE #5 STO FOR SLUMPSTONE) JOINT REINF. AT TOP COURSE, AT FIRST COURSE, AND 24"o.c. AT FENCE 6" 'AIDE (NON.) CNU w/ 'Y BARS PER SCHEDULE 0 CTR. OF WALL GROUT CELLS w/ REINF. #4 HORIZ. 024"ac. RETAINING 4"m SDR 35 PERE_ PIPE w/ 1 c.f. 3/4" GRAVEL WRAPPED IN MWRAFT 140N FILTER FABRIC -- SLOPE TO DRAIN. WATERPROOF BACKSIDE OF RETAINING WALL 8" WIC (Nom.) CMU FULLY GROUTED 'X' BARS PER SCHEDULE. LAP 24" MIN. F.G. WET —SET FIRST COURSE #4 C0NT, #4 CONT. 0 12'a.c. CONT. CONC. FIG. CONC. KEY U 1. SEISMIC, 5% DAMPING 0 1 SECOND ACCELERATION Cs=0.33Wt. 2. FOUNDATION SIZES BASED ON MAXIMUM WIND OR SEISMIC LOADING. CITY OF LA QU I TA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION + 12" DISTANCE TO EDGE OF NEAREST ADJACENT FOUNDATION I d w-0 � OPTIONAL CHAMFER BACKFILL- 15F_LL GRADED, MEAN SANDS OR GRAVEL OR COMBINATION USC= GW,GP OR SN,SP 2" OUTSIDE FACE OF BLOCK TO eki. OF VE. RT 3" t2- 12" '9' MIN. PER SCHEDULE n CK YP DATE SIGNED 4-•1217 54.6LQ #16-077